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Home My WebLink About2459-DGENERAL NOTES 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OR AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER, AS NEEDED, AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR SEWER, SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL, WHICH CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE, AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION, 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION, SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. CONTACT ALL UTILITY COMPANIES, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 18. ALL STRUCTURAL CONCRETE TO BE USED WITHIN SAN BERNARDINO FLOOD CONTROL RIGHT-OF-WAY SHALL BE 4,000 PSI WITH "A" GRADATION IN ALL INVERTS AND 4,000 PSI WITH "B" GRADATION IN ALL WALLS. CONCRETE FOR ROCK INLET AND OUTLET STRUCTURES, BOTTOM CONTROL, SPLASH PADS AND OTHER PROPOSED STRUCTURES SHALL BE 560E OR C3250. 19. ALL REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTIVI A-615 AND SHALL BE GRADE 60. m-Nows MIAMI 11 V CONSTRUCTION NOTES THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. NOTE A. CONTRACTOR TRA CTOR To ADJUST OR TO ADJUST ALL VALVE COVERS AND MANHOLE RIMS TO GRADE EAFTER FINAL PAVING HAS BEEN INSTALLED. ott INSTALL 36- RCP (D-LOAD AND PROFILE AS SHOWN ON PLANS) . ................. ......... 77 LF 063 CONSTRUCT JUNCTION STRUCTURE PER DETAIL ON SHEET I . .... 1 EA IiJI SAWCUT AND REMOVE EXISTING PAVEMENT AND REPAIR TRENCH PER CITY OF RANCHO CUCAMONGA STD, 120 ..... ..700 SF oI TRENCH EXCAVATION AND BACKFILL PER DETAIL ON SHEET 2 ........... .700 SF LEGEND EXISTING R/W PROPOSED R/W LOT LINE CENTER LINE FIRE HYDRANT FL PROPERTY LINE R/W---. RIGHT OF WAY Q .... CENTERLINE BOT. BOTTOM SD STORM DRAIN SMH ........... SEWER MANHOLE 48" STD STANDARD LONGITUDINAL BARS: 12" 24" SEW SEWER #4 0 13" O.C., TYP. TYPICAL FRONT AND BACK LONGITUDINAL BARS, 5" IMP. IMPROVEMENT 1 #4 0 13- O.C., CUT P.I.P. ... PROTECT IN PLACE & BEND A DWG DRAWING VERTICAL BARS, #8 C 7" 4" R. EXIST., . ....... EXISTING ----- — -- O.C. (FRONT) AND #8 @ 14" O.C, & #5 @ 14- O.C. VERTICAL BARS: #8 0 RW RECYCLED WATER e INV INVERT OF PIPE STAGGERED (BACK) 14" O.C. & #5 @ 14" O.C.STAGGERED, LIT UTILITY cul CUT VERTICAL BARS CVWD ........... CUCAMONGA VALLEY #8 AT BREAKOUT LIMIT, WATER DISTRICT ALONG HORIZONTAL CUT & BEND #5 SPPWC.STANDARD PLANS FOR CENTERLINE VERTICAL BARS: #8 @ 7" . . . . . . . .... PUBLIC WORKS CONSTRUCTION O.C., CUT AT BREAKOUT LIMfT A PROPOSED STORM DRAIN LONGITUDINALBARS: EXISTING SEWER CUT HORIZONTAL BARS#4 @ 13 O.C., CUT ........ . ------- EXISTING WATER ALONG VERTICAL & BEND CENTERLINE EXISTING RECYCLED WATER CST Ll�il . ..... EXISTING STORM DRAIN ----------- - EXISTING GAS EXISTING TELEPHONE EXISTING ELECTRICAL EASEMENT 12" ?A 7 >- VERTICAL BARS: - 5 (N F- VERTICAL BARS: #5 0 #8 @ 14" O.C. 140 O.C., CUT BEND #5 @ 14" O.C. STAGGERED, CUT #8 AT BREAKOUT LIMIT, CUT & BEND #5 4" R. 6.5" 361, 6.5" LONGITUDINAL BARS: #4 @ 13" O.C., CUT 1130.4 INV. 2" CLR, & BEND rl) LONGITUDINAL BARS: ZS- TYP. 1130-39 INV. #4 @ 13" O.C., CUT & BEND ------- VERTICAL BARS: #5 @ S=QN A --A 14' O.C., CUT & BEND VERTICAL BARS: #8 0 7" O.C., CUT AT BREAKOUT LIMIT JUNCTION STRUCTURE DETAIL N.T.S. NOTES: ALL CONCRETE TO BE 4,000 PSI AND CONFORM TO SECTION 90 OF THE LATEST CALTRANS STANDARD SPECIFICATIONS. VICINITY MAP NOT TO SCALE UNAUTINORIZ'ED CHANGES AND USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. NOTESa CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLE) DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL, I PRIVATE ENGINEERFS NOTICE to CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS 50 THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' 'CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. SHEET INDEX SHT NO, DESCRIPTION 1 TITLE SHEET 2 STORM DRAIN IMPROVEMENT PLAN, [PLAN A [PROFOLE STORM 13RADN PLAN HICKORY AVENTUT DRC2016-00466 : :3 APPROVED By REV DESCRIPTION CITY DATE V12111MI-1 D DATE APPROVED CITY ENGINEER R.C.E. NO. L02SI44 JAL TWO WORKING 13ENCH MARK DESIGN BEFORE DAYS BEFORE YOU DIG YOU Din CITY OF RANCHO CUCAMONGA BENCH MARK NUMBER 0 DLW RECOMMENDED 018, 2 TOLL FREE BRASS IN TOP OF EAST END OF SOUTH CONCRETE E DRAWN ND H-Z STAFF 1-800-227-2600 FEET ARCH CULVERT STAMPED "SECS 13M No.: 700 WALL OF 2 NO. 67512 Fk4litt-Zollars, Imo. Ont -26 1968" SOUTH RATION 3990 CONCOURS 6 SUITE 3�O• ONTARIO, CALIFORNIA 764 SHEET OF ATCHISON, TOPEKA AND SANTA FE RAILROAD, 0.12 MILES WEST CHECKED PHONE (909) 941-7799 FAX (809) 941-77,99 OF ROCHESTER, 8.5 FEET SOUTH OF SOUTH RAIL. CIVIL 1 OF im ELEVATION .... .1119.706 (NGVD29) OF PROJECT 306155.01 NO DRAWING 4 T-7 ININ M RAD 400 1 C.E. NO 1:17:151 )rp A /in vl9